Seismic Stability Assessment of Rock Slopes Using Multivariate Adaptive Regression Splines
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40515-024-00374-x.pdf
Reference48 articles.
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2. Belghali, M., Saada, Z., Garnier, D., Maghous, S.: Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek-Brown criterion. J Rock Mech Geotech Eng. 9, 659–670 (2017). https://doi.org/10.1016/j.jrmge.2016.12.007
3. Beygi, M., Vali, R., Keshavarz, A.: Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis. Geomech. Geoeng. 17(2), 485–498 (2022). https://doi.org/10.1080/17486025.2020.1794058
4. Bhattacharya, P., Kumar, J.: Seismic pullout capacity of vertical anchors in sand. Geomech. Geoeng. 8(3), 191–201 (2013). https://doi.org/10.1080/17486025.2012.714475
5. Chakraborty, D., Kumar, J.: Stability of a long unsupported circular tunnel in soils with seismic forces. Nat. Hazards 68(2), 419–431 (2013). https://doi.org/10.1007/s11069-013-0633-y
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